640 search results for fla
Boom Mower Equipment
: Manufacturer and model number: MowerMax FLA – P/N: 810-4001 Unit Price $ 14,503.13 OPTION 1.B. 50in Rotary, Grass Flail Mower with Optional 180-Degree Rotator: Manufacturer and model number: MowerMax Grass Flail – P/N: 810-3060 Unit Price $ 21,334.73 OPTION 1.I. 44in Hammer Axe Flail Mower with Optional 180 Rotator: Manufacturer and model number: MowerMax HamerAxe Flail – P/N: 810-3058 Unit Price, , 62in Wide Grass Flail with 36in Telescopic Extension: Manufacturer and model number: MowerMax
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/9072---contract-document.pdf?sfvrsn=f6f467f_3BE RAIL SMART_2026_PLEDGE CARD KIDS
ALL ABOARD THE SAFETY TRAIN! 1. I always hold __________________’s hand near train tracks. 2. I never play on ___________ tracks. 3. Trains look slow, but are really ______________. 4. I always look, ________ and listen before crossing the tracks. 5. Its important to _______________ for the train bells. 6. The red flashing lights mean _______________. 7. If I can travel anywhere in the world on a train I would go to _________________________________________. 8. I stay safe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/be-rail-smart/be-rail-smart_2026_pledge-card-kids.pdf?sfvrsn=3f5a90e8_1BE RAIL SMART_2026_PLEDGE CARD ADULT
BE RAIL SMART PLEDGE FOR RAIL CROSSING SAFETY I pledge to always stay safe around train tracks by committing to the following: 1. Never stop on top of train tracks. 2. Stop when I see red flashing lights, when the crossing gate arm comes down, or I hear train bells and whistles. 3. Never try to beat the train – they are always faster and closer than they seem. 4. Never play on train tracks. By signing this pledge, I commit to being rail smart and promoting safety around train
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/be-rail-smart/be-rail-smart_2026_pledge-card-adult.pdf?sfvrsn=2caaded0_19950209int
a flange that allows the door gasket to mate with a flat surface. Include a gasket made of closed, ) ASTM D746 Flammability Self-extinguishing ASTM D635 Tensile Strength Yield, 8500 psi (58 MPa, Power Supply NEMA TS2-2021, Section 5.3.5 Load Switch NEMA TS2-2021, Section 6.2 Flasher NEMA, on the photoelectric sensor at night must not cause LED brightness changes. Flashing messages must not exceed 150 flashes per minute. SUBARTICLE 995-17.4 is deleted and the following substituted: 995-17.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2027-28/review/internal/9950209int.pdf?sfvrsn=e5b55698_1E54E8BidTabs
Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, 1,000.00000 35,000.00 0120 E536 6423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP, 24,500.00 0130 E536 6425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH 7.000 EA, ANCHOR ASSEM TYPE II (REPL FLARED END SECT) 25.000 EA 35.00000 875.00 0.01000 0.25 100.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2026/sep01/e54e8bidtabs.pdf?sfvrsn=36f631f9_2E59D7
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05260505 Call Order: 011 Proposal: E59D7-R0 District:05 Counties: BREVARD, DIST/ST-WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Road Name: MOT SERVICES Limits, maintained roadways throughout the District on an as-needed basis. Work includes providing flaggers when, Section 0001 TRAFFIC CONTROL (MH) 0102- 5- PEDESTRIAN ESCORT/FLAGGER HR 2,500.000 0102- 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/may05/e59d7.pdf?sfvrsn=dc5a3117_112 2025 RTMC SOGs
Service FHP Florida Highway Patrol FHWA Federal Highway Administration FLATIS Florida Advanced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/pdf/12-2025-rtmc-sogs.pdf?sfvrsn=ac5e21f5_15600603ind
to the top flange at a dry film thickness no greater than 1 mil. Prevent rust bleeding from the top flange from staining adjacent painted surfaces. SUBARTICLE 560-10.2 is deleted and the following substituted: 560-10.2 Repairs Other Than Faying Surfaces: Touch up all flaws and damaged areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2027-28/review/industry/5600603ind.pdf?sfvrsn=30a6977c_12026-2027 Resolution Test Costs
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $68.80 Ignition Oven Method (FM5-563) Per asphalt content $195.50 Max specific gravity (FM1-T209) Per average of two flasks $165.28 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $149.55 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $233.00 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/2026-2027-resolution-test-costs.pdf?sfvrsn=97f5a96a_1resolutioncosts(Current Year)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous Mixtures (FM 1-T166) Per roadway core or gyratory pill $68.80 Ignition Oven Method (FM5-563) Per asphalt content $195.50 Max specific gravity (FM1-T209) Per average of two flasks $165.28 Superpave Gyratory Compaction (AASHTO T312-04) Per pair of gyratory pills $149.55 Ignition Oven (FM 5-563) and Mechanical Analysis (FM1-T030) Per gradation $233.00 Soil Lab Test Name Quantity Test Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(current-year).pdf?sfvrsn=78683bec_2700-120IndReviewPkg
): Added "(As Required) to the 12" Yellow Flashing Beacon callout; Deleted dimensions for R2-1, with flashing beacons must comply with 700-120, Sheet 5 (i.e., FTP-021-25 mounted directly below, Solar Battery Beacon Flashing 12" Yellow Beacon Flashing 12" Yellow 1 ' - 0 " Beacon Flashing 12" Yellow Sheet 2 See DETAIL "A", Sheet 2 See DETAIL "A", Sheet 2 See DETAIL "B", 9, . Type A1 Assembly (conventionally powered) is shown. 12" Yellow Flashing Beacon Sign Panel (48" x 48
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2028/700-120indreviewpkg.pdf?sfvrsn=781d9cf_1RIncidentalConstruction
GREEN YELLOW RAISED FLASHING YELLOW ON FLASHING RED Per Note 7 RED LOWERED LOWERED, TIMING DRAWBRIDGE AHEAD SIGN FLASHING BEACON OR A DAILY BASIS. OPERATORS ARE FULL TIME TO BE USED, at the A Drawbridge Ahead sign is required for both types of signal operation, However a flashing 9. circuit. with the two top signals on one circuit, and the two bottom signals on the alternately flashing On each approach (Type II ), all four red signals shall be on the same two circuit flashers, 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rincidentalconstruction.pdf?sfvrsn=f24fe5d7_15600603int
to the top flange at a dry film thickness no greater than 1 mil. Prevent rust bleeding from the top flange from staining adjacent painted surfaces. SUBARTICLE 560-10.2 is deleted and the following substituted: 560-10.2 Repairs Other Than Faying Surfaces: Touch up all flaws and damaged areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2027-28/review/internal/5600603int.pdf?sfvrsn=6f3b29e_1R-TOC
" to 72" Pipe 521-010 Opaque Visual Barrier 430-020 Flared End Section 521-510 Concrete Barrier/Noise, Ramps 444-T01 Deep Well Injection Box 522-003 Concrete Flared Driveways 446-001 Concrete Pavement, Details 715-002 Standard Aluminum Lighting 654-001 Rectangular Rapid Flashing Beacon Assembly 715-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2028/r-toc.pdf?sfvrsn=de3c6cc1_12027FDM220RR
the project is connected to the crossing’s flashing light signal and gate. FAC 14-57.013(4, ) A flagger must be present while any work within railroad R/W is being performed. Railroad, and pedestrians are vulnerable to challenges with flangeway gaps at skewed crossings. The Diagnostic Team, blocking or reducing line of sight to the flashing signals.] Change "may" to "must". 8B.10 2, flasher units. Sight line distance requirements vary by rail company. Consult with the operating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm220rr.pdf?sfvrsn=5a6989b7_4E3Z88-R0
activities coordinated by the Department to include providing flaggers, installing vehicular and pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/oct8/e3z88-r095b405b0-06c4-491c-bcef-ad093a9d8da1.pdf?sfvrsn=cfd40b2a_1SPI-548-020
of the retaining wall, and a flat area meeting the requirements of FDM 215.2.6 (10'-0" Min.) cannot be provided, then the flat area can be reduced up to a minimum of 4'-0". Plan Content Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2028/spi/spi-548-020.pdf?sfvrsn=f192130e_1102-100FHWAApprovedPkg
of STANDARD PLANS FY 2026-27 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter, -tensioned tendons within the concrete deck (top flange of concrete box girders) or on bridge, of the following: 2027-28 11/01/26 Deleted Note Lateral Offset Edge of Travel Way Slope 1:10 or Flatter, flange of concrete box girders) or on bridge superstructures 7. Anchoring (Bolting) of temporary barrier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2028/102-100fhwaapprovedpkg.pdf?sfvrsn=428810dc_1fdot-bed25-977-20-rpt
the magnetic signal is converted to a representative impedance signal considering a flaw-free, completely, to the magnetic-recovered response, to flag large deviations as possible deficiency locations. When, tendons, and instead, the magnetic signal was used to recover a flaw-free impedance representation, - - Congealing point °F (°C) - - 155-165 - - Flash point °F (°C) >400(205) >392(200) 425 - - Viscosity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-20-rpt.pdf?sfvrsn=fd948119_3